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HomeMy WebLinkAbout4773-30) 0 t N 'I - 7 W 00 rl-; 0 I c� 0 OXI / Z 000 o .4. r - o6 o6 o I C) (6 (00) �O O�O ,'� I t v' 6o6rn � o rnoo XOO O I I �?-o - - 0 11 3 ± O �I - 7 SO -------t ----------------- ---------------- V /CyLq ' o EXIST. EDGE OF PAVEMENT 'O • \� apv-,, �-{�``- - 5} ------ - -- --1- - -----------N-0-0°1-2' 9 -E "----2------ -------------- - QRE DETAILS, SEE STORM FOR MO - (36"SD)- -� DRAIN PLAN DWG. NO. 2939, I \ \ SHTS. 2 - & "3 OF 4 1 Oa tz ---- �- =- I ---------- 4------------- ---- --------" - EXIST_R1W oN 4 N z -j 0 I ----- � -1- � �I-I----�-8-�`./�—t--- �' � � v' � ( � -E8-�,-r-----------r---- ----- �" +------ N — --------- --- Jai � LINE _-- -------- _ -------------'�---------------------------------- --------------- -- ----------------------------------------____1It----------------------- -----'--------------1�t-------------------------1IL-----------------------�� u �-- OF�I - \ - y,' 9 - - 7 - -- ---- -- -- ----- M o -- s- — ( w 50 MPH; 425 LFI _ y --- 419.10 1 / / 1 E OF SIG7 sr, 10•'i -TAPED m LIP LIN MPH; 425 UF ��oo pxp0 p�Q w I � N \' Yo ,'� • D D �'- r — — — PROP. FHyC� G�' — — �S EXIST. 'w \ ` / �\ i� O • • ° / •► D • ° ► ♦ ----•_ ► C. r ► D • ► v �► V • D • • . ° D ► R/W lob b ` U) A.P.N. 0228-021-45 PROP. R/W _ _ _ ,1 FI� I I i I ,�/ �I / o �- PROP. EASEMENT B r/l CR I / 120D� 6 m 417.45 FL DELTA RADIUS LENGTH TANGENT Cl U 35.00' 10+1 34.94' C2 90'00'00' O ~ LL- O ~ LL- O O c,4 Lo O oo�t O to O n M 7-4: o0 r- 0100 00 0)00 00 o�� O 'Ir et O efi d O CURVE DATA CURVE DELTA RADIUS LENGTH TANGENT Cl 89'54' 15' 35.00' 54.92' 34.94' C2 90'00'00' 10.00' 15.70' 10.00'- 20' 14' 1 5.5' (1.70% TO 2.95%) 1.44% MIN. - _ - 3.0% MAX. :7 4 2 1 EXIST. A.C. PAVEMENT BASIS OF BEARINGS I SAN SEVAINE f - S U J O O U n W r� 0 (II 12 Z Prepared Under The Supervision Of : SANDEPSON-GUTIERREZ CIVIL ENGINEERS & LAND SURVEYORS, INC 10050-A „" TH STREET, RANCHO CUCAMONGA, CA 91730 (909) X90-1211 J.N. 06-036 {e GUTIERREZ 7. R:C.E. 28501E .'-3 M 11 ! T7 W F- U- O F- U- O f- U- `00L 00 Lo O Nm d -O N qq LO 'i o .- to 00 0i 00 rn rn o6 Orn o6 o�� 14- 1* STREET 46' 34 20' 14' 1 5.5' (1.70% TO 2.95%) 1.44% MIN. - _ - 3.0% MAX. :7 4 2 1 EXIST. A.C. PAVEMENT BASIS OF BEARINGS I SAN SEVAINE f - S U J O O ifs n W r� V m0 (II 12 m Prepared Under The Supervision Of : SANDEPSON-GUTIERREZ CIVIL ENGINEERS & LAND SURVEYORS, INC 10050-A „" TH STREET, RANCHO CUCAMONGA, CA 91730 (909) X90-1211 J.N. 06-036 {e GUTIERREZ 7. R:C.E. 28501E .'-3 M 11 ! T7 12' Lo c0 M 6' 0.50' THE NORTH LINE OF THE NORTHEAST QUARTER OF N.T.S. SECTION 35, TOWNSHIP 1 NORTH, RANGE 6 WEST, SAN T. 1. = 9.0 BERNARDINO MERIDIAN, SHOWN AS N 89'39'56" W ON TRACT MAP N0. 16078, FILED IN BOOK 281, PAGES 69 TYPICAL HALF S ECTI 0 N THROUGH 72, INCLUSIVE, OF MAPS, RECORDS OF SAN RERNARDINO COUNTY. BENCH MARK CALTRANS BENCHMARK NO. 8-17 Q R BRASS CAP IN CONCRETE S.C.E. TOWER LEG 343' N/0 HIGHLAND AVE., 0.20 MI. W/O SAN SEVAINE RD. IN SOUTH o CONCRETE BASE OF S.C.E. TOWER 19.5', 2.65 MI. W ALONG HIGHLAND AVE. FROM SIERRA AVE. DIAL TWO WORKING ELEVATION: 1428.6090 (FT.) TOLL FREE -800-227-2600 A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT 2.0% 5 (� ifs DATE r� V m0 (II FU-- LL- O Prepared Under The Supervision Of : SANDEPSON-GUTIERREZ CIVIL ENGINEERS & LAND SURVEYORS, INC 10050-A „" TH STREET, RANCHO CUCAMONGA, CA 91730 (909) X90-1211 J.N. 06-036 {e GUTIERREZ 7. R:C.E. 28501E .'-3 M 11 ! T7 Lq Lo c0 M M � � PO (-->j 3 SAN SAE VA INtE. ROAD GRAPHIC SCALE 0 10 20 40 so NORTH ( IN FEET ) 20 1 inch = 20 ft. J 0 J 0 ��J---. OwHLL- J W 00dNLo +� �a�l� CONSTRUCTION NOTES �� 'W�� 12 10 CONSTRUCT 8" CURB & GUTTER PER CITY STD. 1000 i i O 2 CONSTRUCT 6.5" THK. (MIN.) A.C. PAVEMENT OVER 12" MIN. OF 95% 7 - -�-COMPACTED NATIVE SOIL � SAN SEVAINE ROAD F- - -,�- - -T- - - --4 O3 CONSTRUCT COMMERCIAL DRIVEWAY PER CITY STD. 1002 I LmE.OF SIGHT - — ® SAWCUT EXISTING A.C. PAVEMENT TO FORM SMOOTH JOIN PER DETAIL, SHT 1. in I — — S0 MPH' 425 LF _L @ CONSTRUCT P.C.C. SIDEWALK PER CITY STD. 1006 2. zw�----------- 1lL__ ___ll/______ ®CONSTRUCT CATCH BASIN PER CITY STD. 3004, WIDTH PER PLAN J> L_ = O 6'OM X M�9 CONSTRUCT LOCAL DEPRESSION AT CATCH BASIN PER CITY STD. 3003, Q o o r - - 0 0 CASE "B"�w F,o I F,o (I EXIST. 10 " INSTALL 24R.C.P. STORM DRAIN PIPE A P.N. 0228-021145 11 R/W 0 � 10a CONSTRUCT MANHOLE PER CITY STD. 3013 210' FRWY RI /W c w cW 12 INSTALL STREET LIGHT 16,000 LUMEN HPSV (150 WATT; #15) LUMINARE ON rn 8 MAST ARM ON 30 MARBLELITE POLE, OR EQUAL, PER CITY OF FONTANA + Z STD. DWG. NO. 404 to w REV. REVISION DESCRIPTION DATE ENGR. CITY DATE SHOULD CONSTRUCTION OF THE REQUIRED IMPROVEMENTS NOT COMMENCE WITHIN TWO YEARS OF THE DATE OF APPROVAL SHOWN HEREON AND CARRIED FORTH IN A DILIGENT MANNER, THE CITY ENGINEER MAY REQUIRE REVISIONS TO THE PLANS TO BRING THEM INTO CONFORMANCE WITH CONDITIONS AND STANDARDS IN EFFECT. FESSmNgI ��`` LO1, 1S T. c^y GUTI(.RREZ �' No. 23501 m EXP. 3-31-10 z J�lgTF�F C`��\� Prepared Under The Supervision Of : SANDEPSON-GUTIERREZ CIVIL ENGINEERS & LAND SURVEYORS, INC 10050-A „" TH STREET, RANCHO CUCAMONGA, CA 91730 (909) X90-1211 J.N. 06-036 {e GUTIERREZ 7. R:C.E. 28501E .'-3 M 11 ! CITY OF FONTANA, CALIFORNIA STREET IMPROVEMENT PLAN DRAWN BY: CAT SAN SEVAINE ROAD FROM SO. HI LAND AVE. TO 553 N'LY DESIGNED BY: EBB CHECKED BY' LTG^��� ED BYLOUfS ©� 7LA Y El MEER R.C.E. 51152 DATE: SCALE: 1 " = 20' DATE: 6/5/08 DRAWING NO.: 3 4773 3